CN201180366Y - Ultra-large area concrete construction surface construction and partition seam remaining construction apparatus - Google Patents
Ultra-large area concrete construction surface construction and partition seam remaining construction apparatus Download PDFInfo
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- CN201180366Y CN201180366Y CNU2008200049164U CN200820004916U CN201180366Y CN 201180366 Y CN201180366 Y CN 201180366Y CN U2008200049164 U CNU2008200049164 U CN U2008200049164U CN 200820004916 U CN200820004916 U CN 200820004916U CN 201180366 Y CN201180366 Y CN 201180366Y
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Abstract
The utility model discloses an ultra-large area concrete construction surface constructing and separation joint remaining constructing device which is characterized by comprising channel steel (1), wherein an extruded sheet (3) is arranged between the channel steel (1) and a constructing surface (2), chiseling gaps (4) are respectively arranged between the channel steel (1) and the extruded sheet (3) and between the extruded sheet (3) and the constructing surface (2), and the extruded sheet (3) is slightly lower than the constructing surface (2) and the channel steel (1) surface. The ultra-large area concrete construction surface constructing and separation joint remaining constructing device has the advantages that the concrete ground separation joint is cut and formed accurately, the ground planeness and the level control are guaranteed, the joint cutting is convenient, the concrete slag is removed conveniently after the joint is cut, the concrete inside the chiseling gaps is not needed to be removed, the separation joint is smooth, straight and beautiful and does not have raw edges, the process is simple and the construction mechanization degree is high.
Description
Technical field
The utility model belongs to the realm of building construction, has related to a kind of overlarge area concrete construction surface construction and has divided slot to keep somewhere construction equipment.
Background technology
Along with social economy's fast development, more and more overlarge areas are that area surpasses the above large scale industry factory building of 10,000 square meters, the supermarket, the construction of the building in garage, from economic benefit, environmental benefit, social benefit is considered, the ground surface layer adopts epoxy self-leveling, or epoxy paint, or album leave plastic floor or be direct concrete construction face, to overlarge area substrate concrete working face construction planeness, impression and branch slot etc. all propose very high standard, 2 meters scope planeness of concrete construction face must not surpass 2mm even higher, considerably beyond the national regulation standard-required.So overlarge area and high-level concrete construction propose higher requirement in the face of job practices.In order to realize better realizing overlarge area and high-level concrete construction, need to use a kind of overlarge area concrete construction surface construction and divide slot to keep somewhere construction equipment in the face of construction.
The content of utility model
Technical problem to be solved in the utility model provides a kind of overlarge area concrete construction surface construction and divides slot to keep somewhere construction equipment, the construction equipment that adopts adjustment height channel-section steel and " post is striden to jump and beaten " to build has played good guarantee effect to working face planeness and absolute altitude control.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of overlarge area concrete construction surface construction and branch slot are kept somewhere construction equipment, comprise channel-section steel, are provided with extruded sheet between described channel-section steel and the working face, are provided with between described channel-section steel and extruded sheet and described extruded sheet and the working face and pick staking; Described extruded sheet is less than about described working face and channel-section steel face.The inboard 15mm extruded sheet of pasting of channel-section steel, strict control extruded sheet placement location and height are cut apart seaming and cutting to concrete construction face and are slit into type and play key effect, have application value preferably.
Described extruded sheet is preferably extruded polystyrene board.
Described channel-section steel two ends are fixed on concrete column or the wall by adjustable terminations; Described adjustable terminations comprises the steel plate that is fixed on the channel-section steel both sides, and described steel plate is fixed on the concrete column by adjustable nut, screw rod.
The underrun adjustable mechanism of described channel-section steel fixes on the ground.
Described adjustable mechanism comprises expansion screw and swell fixture.
The width of described extruded sheet is 15mm, and the described staking width that picks is 2mm.Described channel-section steel is the high GB channel-section steel of 80mm, and described extruded sheet is apart from channel-section steel upper surface 10mm.
It is that the concrete column mast axis adds half extruded sheet thickness that described channel-section steel is laid the position, sideline.
The utlity model has following advantage:
Concrete construction face is cut apart seaming and cutting, and to be slit into type accurate, and working face planeness and absolute altitude control can be guaranteed.Joint-cutting is convenient, and it is convenient behind the joint-cutting concrete slag to be removed, and does not need to pick the staking inner concrete, divides slot straight, attractive in appearance no burr.Technology is simple, mechanization of building operation degree height.
Description of drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is an adjustable channel-section steel termination fixed structure schematic diagram.
Fig. 3 is an adjustment height channel-section steel mould mounting structure schematic diagram.
Fig. 4 is " post is striden to jump and beaten " pouring structure schematic diagram.
Fig. 5-1 is a working face lattice crack structure schematic diagram.
Fig. 5-2 is the working face cross section structure schematic diagram after finishing.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done and to be described in further detail:
The utility model structural representation shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5-1 and Fig. 5-2 and " post is striden to jump and beaten " pouring structure schematic diagram thereof.Described overlarge area concrete construction surface construction and branch slot are kept somewhere construction equipment, comprise channel-section steel 1, are provided with extruded sheet 3 between described channel-section steel 1 and the working face 2, are provided with between described channel-section steel 1 and extruded sheet 3 and described extruded sheet 3 and the working face 2 and pick staking 4; Described extruded sheet 3 is less than about 1 in described working face 2 and channel-section steel.
Described extruded sheet 3 can be an extruded polystyrene board.
Described channel-section steel 1 two ends are fixed on the concrete column 9 by adjustable terminations, and described adjustable terminations comprises the steel plate 6 that is fixed on channel-section steel 1 both sides, and described steel plate 6 is fixed on the concrete column 9 by adjustable nut 7, screw rod 8.
The underrun adjustable mechanism of described channel-section steel 1 fixes on the ground.
Described adjustable mechanism comprises expansion screw 10 and swell fixture 11.
The width of described extruded sheet 3 is 15mm, and described staking 4 width that pick are 2mm.Described channel-section steel 1 is the high GB channel-section steel of 80mm, and described extruded sheet 3 is apart from channel-section steel 1 upper surface 10mm.
It is that concrete column 9 mast axis add half extruded sheet thickness that described channel-section steel 3 is laid the position, sideline.
Below be said structure preferred " post is striden to jump and beaten " construction sequence:
As Fig. 3, before channel-section steel is installed: look for absolute altitude, play the surface layer horizon, by had on the metope+the horizontal absolute altitude line of 50cm, promptly build the absolute altitude line, measure the horizon of ground surface layer, bullet around on the metope, and require corridor beyond the room, landing, the absolute altitude of marking time echoes mutually, connects consistent; Base treatment: concrete floor 18 plucking during structure construction, need the dust cleaning totally, the laitance coating that will be bonded in the basic unit shovels then, with buck greasy dirt is brushed, and with clear water basic unit is rinsed well at last; It is moistening to sprinkle water: sprinkle water moistening the previous day at the pouring construction surface concrete to substrate surface, base treatment and watering are moistening, and that concrete construction face is prevented that the mass defect in hollowing and crack from exerting an influence is very big, must carry out in strict accordance with technological requirement in the construction.
As Fig. 4, described utility model comprises machine cuts working face cut-off rule 12, and adjustment height base 13 usefulness Φ 14 screw expansion screws 11 are squeezed in the floor, channel-section steel 1, and first castable 14, last castable 15 is every striding castable 16.
As Fig. 3, this is the most critical place that is related to the concrete construction surface evenness, physical strength and the hardness of considering mould are the cores of control working face planeness, the utility model has been abandoned the absolute altitude mould of traditional employing high strength cement mortar floating screed as concrete construction face, adopt channel-section steel 1, be made into adjustment height base 13 channel-section steel moulds; Effective selection of channel-section steel mould has also been created good " track " for the use of evener.
Two channel-section steel distances: two channel columns are channel-section steel thickness apart from adding 60mm, add the thickness that 30mm is an extruded sheet 3 again; Adjustment height base 13 usefulness Φ 14 screw expansion screws 11 are squeezed in the floor, and adjustment height base 13 is being provided with apart from every channel-section steel 400mm place, 1 two ends and middle part, totally three channel-section steels 1.
As Fig. 2, nut is welded with steel plate 6 soldering and sealing, middle part punching in the termination, steel plate 6 and frame column dieback; Nut 7 is dead with screw rod 8 welderings, screw terminal 17.In order to prevent in the working face concreting process that channel-section steel 1 tilts, the spy is provided with adjustable terminations at channel-section steel 1 two ends and is fixed on the concrete column 9, increases the stability of channel-section steel mold integral.
As Fig. 1, it be direct cutting concrete or reserve ways such as batten that tradition is divided slot, and the inside concrete after can occurring cutting apart seaming and cutting and cutting picks that to cut a hole difficulty big, need spend a large amount of labours; Or batten takes out comparatively difficulty, cuts apart defectives such as tape edge is comparatively crude and not straight after the moulding simultaneously.Cutting apart seaming and cutting for the ease of concrete construction face cuts with inner concrete and picks cutter, the utility model has been innovated the branch slot and has been kept somewhere new method, be after adjustable channel-section steel mould installs, 15mm extruded sheet 3 is pasted channel-section steel 1 side, be noted that especially extruded sheet 3 is apart from channel-section steel upper surface 10mm, be convenient to keep divide the straight attractive in appearance of slot after the moulding, should notice that simultaneously it must be the thickness that mast axis adds half extruded sheet 3 that channel-section steel is laid the position, sideline, thick extruded sheet 3 riding positions of 15mm are just in time promptly divided the centre position of slot for the axis center like this, concrete construction joint also just in time in minute slot, has avoided the concrete construction joint place crack to occur effectively.
After the channel-section steel mould all installs and fixes, building before the pea gravel concreten working face, in moistening basic unit brush together 1: 0.4～0.5 (cement: plain-water slurry water), Shua area is not excessive, to avoid the air-dry surface layer hollowing that causes of overlong time cement paste with brush with the shop pea gravel concreten.
In Fig. 5-1 and 5-2, machine cuts working face cut-off rule 12 uses schematic diagram as among Fig. 5-2, the wide machine cuts seam 19 of 2mm, and the wide cutter scope 20 of manually picking of 16mm, seam material 21, working face thickness 2, reinforced concrete floor 18 are passed through in filling in the seam.
Because one-time-concreting concrete construction face width degree is that a post is striden, the concrete smoother is proposed requirements at the higher level, aluminium floating rule or aluminium beam rigidity commonly used at present all can't satisfy the leveling needs, perhaps too heavy operating difficulties, this engineering has been introduced the small-sized evener of automation, the leveling bar is the long jack truss of 9m, directly is free to move the double action that has leveling and vibrate above the channel-section steel mould of both sides.
Vibrating in press polish limit, small-sized evener limit, for the first time in burnishing process, spreads out and puts on concrete more than establishing 3 people, will cheat recess and fill and lead up, and protruding place is evened out.The concrete that mainly vibrates of press polish for the second time.Around pillar, in the middle of the post evener press less than the place pave with spade, firmly smear pressure with wood float again.
Behind the working face concrete initial set, the people steps on, and footprint is arranged but when not sinking, carries out troweling with finisher, will all smear line pressing, compacting, press polish.
Working face press polish completion back 24h covers the watering maintenance with gunnysack, keeps moistening.Curing time is no less than 7d, notes not allowing ballast and collision between curing time.When concrete reach intensity 50% the time can the cutting slot, unsuitable indwelling time is oversize, otherwise the ultra-long concrete working face can produce cracking.Dividing slot is 20mm, and machine cuts seam 19 is 2mm, manually picks cutter scope 20 and is 16mm.Because in advance at joint-cutting position of sound production extruded sheet 3, promptly made things convenient for joint-cutting, also make things convenient for and behind joint-cutting, the concrete slag is removed and do not needed to pick the staking inner concrete, also guaranteed to divide the no burr straight, attractive in appearance of slot simultaneously.After treating that concrete strength reaches requirement, the gravel-concrete between the cleaning seam adopts special-purpose caulking material to tamp in the seam.
Claims (7)
1, a kind of overlarge area concrete construction surface construction and branch slot are kept somewhere construction equipment, it is characterized in that: comprise channel-section steel (1), be provided with extruded sheet (3) between described channel-section steel (1) and the working face (2), be provided with between described channel-section steel (1) and extruded sheet (3) and described extruded sheet (3) and the working face (2) and pick staking (4); Described extruded sheet (3) is less than about described working face (2) and channel-section steel (1) face.
2, overlarge area concrete construction surface construction according to claim 1 and branch slot are kept somewhere construction equipment, and it is characterized in that: described extruded sheet (3) is an extruded polystyrene board.
3, overlarge area concrete construction surface construction according to claim 1 and 2 and branch slot are kept somewhere construction equipment, and it is characterized in that: described channel-section steel (3) two ends are fixed on concrete column (9) or the wall (5) by adjustable terminations; Described adjustable terminations comprises the steel plate (6) that is fixed on channel-section steel (1) both sides, and described steel plate (6) is fixed on the concrete column (9) by adjustable nut (7), screw rod (8).
4, overlarge area concrete construction surface construction according to claim 1 and 2 and branch slot are kept somewhere construction equipment, and it is characterized in that: the underrun adjustable mechanism of described channel-section steel (1) fixes on the ground.
5, overlarge area concrete construction surface construction according to claim 1 and 2 and branch slot are kept somewhere construction equipment, and it is characterized in that: described adjustable mechanism comprises expansion screw (10) and swell fixture (11).
6, overlarge area concrete construction surface construction according to claim 1 and branch slot are kept somewhere construction equipment, and it is characterized in that: the width of described extruded sheet (3) is 15mm, and the described width that picks staking (4) is 2mm.Described channel-section steel (1) is the high GB channel-section steel of 80mm, and described extruded sheet is apart from channel-section steel (1) upper surface 10mm.
7, overlarge area concrete construction surface construction according to claim 1 and branch slot are kept somewhere construction equipment, and it is characterized in that: it is that concrete column (9) mast axis adds half extruded sheet thickness that described channel-section steel (1) is laid the position, sideline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200049164U CN201180366Y (en) | 2008-03-14 | 2008-03-14 | Ultra-large area concrete construction surface construction and partition seam remaining construction apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200049164U CN201180366Y (en) | 2008-03-14 | 2008-03-14 | Ultra-large area concrete construction surface construction and partition seam remaining construction apparatus |
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| CN201180366Y true CN201180366Y (en) | 2009-01-14 |
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| CNU2008200049164U Expired - Lifetime CN201180366Y (en) | 2008-03-14 | 2008-03-14 | Ultra-large area concrete construction surface construction and partition seam remaining construction apparatus |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101979802A (en) * | 2010-11-05 | 2011-02-23 | 中国建筑第八工程局有限公司 | Extra-large area concrete construction method |
| CN102691401A (en) * | 2012-06-15 | 2012-09-26 | 北京城建建设工程有限公司 | Construction method for large-area concrete weighbridge |
| CN103628682A (en) * | 2013-12-09 | 2014-03-12 | 天津市建工工程总承包有限公司 | Construction method of crack resistant structure of root of independent steel column for large-area concrete ground |
| CN104032931A (en) * | 2014-06-11 | 2014-09-10 | 中国建筑第八工程局有限公司 | Points warehouse seam exhaust passage structure and construction method of points warehouse seam exhaust passage structure |
| CN106193545A (en) * | 2016-09-20 | 2016-12-07 | 中铁建设集团有限公司 | Floating screed partitioning slot molding external member and floor leveling layer construction method |
| CN107119882A (en) * | 2017-06-05 | 2017-09-01 | 荆门创佳机械科技有限公司 | A kind of construction method of abrasion-resistant ground |
| CN107842199A (en) * | 2017-12-08 | 2018-03-27 | 中建四局第六建筑工程有限公司 | A kind of preforming combination tool of mattess partitioning slot and its built-in process |
| CN108729603A (en) * | 2017-04-25 | 2018-11-02 | 中国二十冶集团有限公司 | It is segmented grid type wall plastering method |
| CN114135077A (en) * | 2021-11-08 | 2022-03-04 | 中建四局第六建设有限公司 | Concrete super-building reset cutting floor construction method free of warehouse dividing strip structure |
-
2008
- 2008-03-14 CN CNU2008200049164U patent/CN201180366Y/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101979802A (en) * | 2010-11-05 | 2011-02-23 | 中国建筑第八工程局有限公司 | Extra-large area concrete construction method |
| CN102691401A (en) * | 2012-06-15 | 2012-09-26 | 北京城建建设工程有限公司 | Construction method for large-area concrete weighbridge |
| CN103628682A (en) * | 2013-12-09 | 2014-03-12 | 天津市建工工程总承包有限公司 | Construction method of crack resistant structure of root of independent steel column for large-area concrete ground |
| CN104032931A (en) * | 2014-06-11 | 2014-09-10 | 中国建筑第八工程局有限公司 | Points warehouse seam exhaust passage structure and construction method of points warehouse seam exhaust passage structure |
| CN106193545A (en) * | 2016-09-20 | 2016-12-07 | 中铁建设集团有限公司 | Floating screed partitioning slot molding external member and floor leveling layer construction method |
| CN108729603A (en) * | 2017-04-25 | 2018-11-02 | 中国二十冶集团有限公司 | It is segmented grid type wall plastering method |
| CN107119882A (en) * | 2017-06-05 | 2017-09-01 | 荆门创佳机械科技有限公司 | A kind of construction method of abrasion-resistant ground |
| CN107842199A (en) * | 2017-12-08 | 2018-03-27 | 中建四局第六建筑工程有限公司 | A kind of preforming combination tool of mattess partitioning slot and its built-in process |
| CN114135077A (en) * | 2021-11-08 | 2022-03-04 | 中建四局第六建设有限公司 | Concrete super-building reset cutting floor construction method free of warehouse dividing strip structure |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090114 |